SCHEDULE OF QUANTITIES CPUT BELLVILLE JOB NO: SECTION 1 : PRELIMINARY AND GENERAL ITEM PAYMENT DESCRIPTION UNIT QTY RATE AMOUNT

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1 SECTION 1 : PRELIMINARY AND GENERAL ITEM PAYMENT DESCRIPTION UNIT QTY RATE A SECTION 1 : PRELIMINARY AND GENERAL A FIXED-CHARGE ITEMS A Contractual Requirements A Facilities for the Engineer A.1.3 a) Office with desk and chair A.1.4 b) Nameboard (1No. 3.0m x 2.2m) A.1.5 d) Overheads, charges and profits on A.1.4 above % A.1.6 A.1.7 A.1.8 e) Meeting room (minimum 10 persons, shared use with Contractor) f) Ablution and latrine facilities (shared with Contractor) g) Survey equipment and assistants, including DCP ( shared with Contractor) Facilities for the Contractor A.1.9 a) Offices and storage sheds A.1.10 b) Ablution and latrine facilities A.1.11 c) Tools and equipment A.1.12 d) Water supply, electric power and communications A.1.13 e) Dealing with water (sub-clause 5.5) A.1.14 f) Access (sub-clause 5.8) A.1.15 g) Establishment of Plant on Site Total Carried Forward

2 SECTION 1 : PRELIMINARY AND GENERAL ITEM PAYMENT DESCRIPTION UNIT QTY RATE Brought Forward A A Other Fixed-Charge Obligations, including all insurance whatsoever to be provided by the contractor Remove Engineer's and Contractor's Site Establishment on Completion A TIME-RELATED ITEMS A Contractual Requirements Operate and maintain Facilities on Site: Facilities for the Engineer for the duration of the Contract A.2.2 a) Office with desk and chair A.2.3 b) Nameboard (1No., 3.0m x 4.0m) A.2.4 A.2.5 A.2.6 c) Meeting room (Minimum 10 persons, shared use with Contractor) d) Ablution and latrine facilities (shared with Contractor) e) Survey equipments and assistants includng DCP (shared with Contractor) Facilities for the Contractor for the duration of the Contract A.2.7 a) Offices and storage sheds A.2.8 b) Ablution and latrine facilities A.2.9 c) Tools and equipment A.2.10 d) Water supply, electric power and communications Total Carried Forward

3 SECTION 1 : PRELIMINARY AND GENERAL ITEM PAYMENT DESCRIPTION UNIT QTY RATE Brought Forward A.2.11 e) Dealing with water (sub-clause 5.5). A.2.12 f) Access (sub-clause 5.8) A.2.13 g) Plant A.2.14 h) Night watchman and security facilities. A.2.15 PSA11 i) Prevention of sand and dust nuisance Land Survey Act A.2.19 a) Search for and record all plot boundary pegs, bench marks etc. and expose on completion of work. A.2.20 b) Protect pegs located under (a) above. PSA10 Occupational Health and Safety Act A.2.21 a) Comply with Occupational Health and Safety Specification attached, plus all other requirements of relevant health and safety regulations. A.2.22 Wayleave applications A SUMS STATED PROVISIONALLY BY THE ENGINEER A Material check testing as ordered by the Engineer. Prov 1 A.3.2 Overheads, charges and profit on item A.3.1 % A TEMPORARY WORKS A.4.1 C3.1.5 (e) Accommodation of Traffic and maintaining traffic plans PSDB8 Provide for shoring trench excavations for the following depths in compliance with Safety Regulations A m - 2.0m m A m - 3.0m m A m - 4.0m m Total Carried Forward

4 SECTION 2 : SITE CLEARANCE ITEM PAYMENT DESCRIPTION UNIT QTY RATE C SECTION 2 : SITE CLEARANCE C.1 CLEAR SITE C.1.1 Clear and grub site, including carting to dumpsites m² 1400 C Remove, grub and dispose of off site to dump large, makred, trees and tree stumps of girth: C.1.3 over 1m and up to 2 m No 15 C.1.4 over 2m and up to 3m No 0 Rate Only C.1.5 PSC3 Prevent sand and dust nuisance for the full duration of the contract. C C.1.7 Strip topsoil to a depth of 100mm under all road reserves and stockpile on site, and maintain. m³ 140 Carefully remove existing asphalt premix and spoil off site m² 30 C.1.8 Remove existing kerbs to stockpile on site. No 50 C.1.9 C.1.10 Carefully remove existing signage and install in new position No 1 Carefully remove existing light poles and place in new position. No 7 C.1.11 Remove existing boom gate and spoil off site No 1 C.1.12 Remove existing exposed aggregate bollards and install in new position No 6 Total Carried Forward To mary

5 SECTION 3 : EARTHWORKS (PIPE TRENCHES) ITEM PAYMENT DESCRIPTION UNIT QTY RATE DB SECTION 3 : EARTHWORKS (PIPE TRENCHES) DB.1 EXCAVATION (a) PSD4 Excavate in all materials for trenches, backfill with material from site, compact to 90% of mod AASHTO density (100% for non cohesive soil) and dispose of surplus/unsuitable material on site, include for shoring as required in PSDB8 and items A4.2 -A4.5. Up to and including 110mm dia for trench depths: DB.1.1 1) over 0.0m and up to 1.0m m 175 DB.1.2 2) over 1.0m and up to 2.0m m (a) Over 110mm dia and up to and including 375mm dia for trench depths: DB.1.3 1) over 0.0m and up to 1.0m. m 30 DB.1.4 2) over 1.0m and up to 2.0m. m 0 DB.1.5 3) over 2.0m and up to 3.0m. m 0 DB.1.6 a) Intermediate material m³ 5 DB.1.7 PSDB5 Excavate unsuitable material from trench bottom and dispose of on site in designated areas and lightly compact. Include for backfilling and compacting replacement material from site (Provisional) m³ (b) Extra over item DB for importing and compacting to 93% Mod Aashto density (100% for sand) approved backfill material from: DB.1.8 Commerical sources (Provisional). m³ 5 DB Extra over items DB.1.1 to DB.1.11 for compaction to 93% Mod AASHTO (100% in non-cohesive soil) in road reserves. m³ 10 DB Protect existing services that intersects the trench. No 5 DB Protect existing services that adjoin the trench m 30 Total Carried Forward To mary

6 SECTION 4 : EARTHWORKS (ROADS, SUBGRADE) ITEM PAYMENT DESCRIPTION UNIT QTY RATE DM SECTION 5 : EARTHWORKS (ROADS, SUBGRADE) DM.1 DM DM.2 DM DM DM DM.2.4 DM.2.5 TREATMENT OF ROAD BED Road-bed preparation and compaction of material to 93% Mod AASHTO density (100% for sand) to depth of 250mm (G7 min CBR = 15) m³ 1400 EARTHWORKS Cut in all material to fill in roadway and compact to 93% Mod AASHTO density (100% for sand). Freehaul distance 500m. m³ 200 Cut in all material to spoil off site. Freehaul distance 500m. m³ 10 Import granular material from commercial sources to fill in roadway and compact to 93% of the Mod AASHTO density. m³ 50 Remove unsuitable material from ssg and spoil off site. Freehaul distance 500m. (Provisional) m³ 30 Import granular material from commercial sources to fill in roadway and compact 93% of the Mod AASHTO density. (Provisional) m³ 30 Total Carried Forward To mary

7 SECTION 5 : BEDDING (PIPES) ITEM PAYMENT DESCRIPTION UNIT QTY RATE LB SECTION 5 : BEDDING (PIPES) LB.1 PROVISION OF BEDDING Select from trench excavations on site within freehaul distance: LB.1.1 a) Selected granular material for bedding cradle. m³ 25 LB.1.2 b) Selected fill blanket m³ 60 LB.1.3 PSLB3 c) Stone bedding - 19mm stone (Provisional) as directed on site by Engineer m³ 5 LB.1.4 PSLB4 Extra over items LB LB.1.2 for mixing 1 part ordinary portland cement to 15 parts bedding material prior to placing at road crossings. (Provisional) m³ 2 Total Carried Forward

8 SECTION 6 : CABLE DUCTS ITEM PAYMENT DESCRIPTION UNIT QTY RATE LC SECTION 6 : CABLE DUCTS LC.1 DUCTS Supply, lay, bed and joint and prove Class 51 upvc ducts PolyducT or similar approved for the following diameters. Include for installing draw wires and end caps: LC.1.2 2) 110mm dia (Electrical and Broadband) (black) m 175 LC LC.2 LC Construct 600x600 accessible junction box complete. Include for installing 32mm PVC pipe stubs as indicated & CI covers and frames. No 6 ANCILLARIES Provide cable route markers on kerbs at road crossings. No 6 Total Carried Forward

9 SECTION 7 : STORMWATER DRAINAGE ITEM PAYMENT DESCRIPTION UNIT QTY RATE LE SECTION 7 : STORMWATER DRAINAGE LE.1 PIPEWORK Supply, lay and bed Class B, Spigot and Socket concrete pipes, Class 100D with rubber ring joints. Include for cutting of pipes at manholes : LE a) 300mm dia. m 30 LE.1.2 LE.2 Connect stormwater line to existing manhole and rebench if necessary No 2 MANHOLES AND CATCHPITS Construct catchpits complete as detailed. Incude for excavations, backfilling, compaction and disposal of excess material on site, for type: LE.2.1 1) Single gulley inlet (600 x 450 grating) No 1 Total Carried Forward

10 SECTION 8 : SUBBASE ITEM PAYMENT DESCRIPTION UNIT QTY RATE ME SECTION 8 : SUBBASE SUBBASE ME.1 Construct subbase layer and compact to 95% of the mod AASHTO density a) Crushed stone (G5) ME.1.1 1) 150mm thick to premix road m³ 180 ME.1.2 2) 150mm thick to brick paved roadway m³ 20 ME.1.3 3) 125mm thick to premix walkways m³ 30 ME Extra over ME.1.1 to ME for tying into existing roads. m 30 Total Carried Forward To mary

11 SECTION 9 : BASECOURSE ITEM PAYMENT DESCRIPTION UNIT QTY RATE MF SECTION 9 : BASECOURSE MF.1 CONSTRUCT BASE COURSE LAYER COMPACTED 98% MOD AASHTO DENSITY Crushed stone (G4) MF1.1 1) 125mm thick to premix road m³ 150 MF.1.2 Extra over MF.1.1 for tying into existing roads. m 30 Total Carried Forward To mary

12 SECTION 10 :ASPHALT BASE AND SURFACING ITEM PAYMENT DESCRIPTION UNIT QTY RATE MH SECTION 10 : ASPHALT BASE AND SURFACING MH PRIME COAT USING: MH.1.1 1) MC30 cut back bitumen m² TACK COAT MH.1.2 Paint joints with an approved tack coat as and when directed by the enigineer, per meter of joint (Provisional) ( 60% Anionic stable grade emulsion diluted in water 1:1 ) m 500 MH ASPHALT SURFACING USING: Hot rolled continuously graded asphalt surfacing using: 1) 50/70 Penetration Grade Bitumen MH.2.1 a) 30mm thick in sidewalks m² 200 MH.2.2 b) 40mm thick in roadways m² 1150 Total Carried Forward To mary

13 SECTION 11 : KERBING AND CHANNELING ITEM PAYMENT DESCRIPTION UNIT QTY RATE MK SECTION 11 : KERBING AND CHANNELING MK KERBING AND CHANNELING Supply and install complete, including 20MPa Bedding and backing concrete, precast concrete: 1) Barrier kerbs Incl Dropped kerbs (Type BK1) MK.1.1 a) in straights m 200 MK.1.2 b) in curves 4m to 20m m 50 MK.1.3 3) Channel (Type C1-300 x 90/125 x 1000) MK.1.4 a) in straights m 0 MK.1.5 b) in curves 4m to 20m m 30 MK.1.6 4) Double channel (ditto) MK.1.7 a) in straights m 100 MK.1.8 6) Edging (Type E1) MK.1.9 a) in straights m 150 MK.1.10 b) in curves 4m to 20m m 0 Total Carried Forward To mary

14 SECTION 12 : SEGMENTED PAVING ITEM PAYMENT DESCRIPTION UNIT QTY RATE MJ SECTION 12 : SEGMENTED PAVING EDGE RESTRAINTS MJ MJ.1.1 MJ.1.2 PROVIDE EDGE RESTRAINTS COMPLETE TO DETAILS AS SHOWN ON DRAWINGS INCLUDING ANY BEDDING AND BACKING CONCRETE Header course using 220 x 110 x 80 concrete paver on sand. m 250 Header course using 220 x 110 x 50 De Hoop Red paver on sand. m 0 Rate Only MJ CUT UNITS TO FIT EDGE RESTRAINTS m CONSTRUCT SEGMENTED PAVING complete, laid herringbone pattern at 45 degrees on 20mm sand bedding using: MJ.2.1 a) 220 x 110 x 80 concrete paver m² 100 MJ CONSTRUCT SEGMENTED PAVING complete, laid on 20mm sand bedding using: MJ.3.1 a) 450 x 450 x 50 concrete slabs m² 400 Total Carried Forward To mary

15 SECTION 13 : ANCILLARY ROADWORKS ITEM PAYMENT DESCRIPTION UNIT QTY RATE MM SECTION 13 : ANCILLARY ROADWORKS MM.1 ROAD SIGNS AND MARKING MM.1.1 Supply and install roadsigns and roadmarkings complete as per drawings (Provisional) Prov 1 R10, MM.2 ACCESS CONTROL MM.2.1 Boom access control complete. No 3 MM.3 EXISTING MANHOLES MM.3.1 Lower or raise existing manholes to new paving level. No 8 MM.4 MM.4.1 BOLLARDS a) 125mm diameter treated timber bollard. Include concrete footing No 16 Total Carried Forward To mary